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B-2016-2170CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: 19339 STEVENS CREEK BLVD CUPERTINO, CA 95014 (316 20 114) CONTRACTOR: ADROACT PERMIT NO: B-2016-2170 CORPORATE SIGNAGE IRVINE, CA 92606 OWNER'S NAME: MAIN STREET CUPERTINO AGGREGATOR LLC DATE ISSUED: 06/21/2016 OWNER'S PHONE: 408-777-3081 PHONE NO: (949) 476-0015 IJCENSED CONTRACTOR'S DECLARAIION BUILDING PERMIT INFO: License Glass C-45 Lic. #490124 Contractor ADIMPACT CORPORATE SIGNAGE Date 06/30/2016 X BLDG _ELECT —PLUMB I hereby affirm that I am licensed under the provisions of Chapter 9 (commencing — MECH _ RESIDENTIAL X COMMERCIAL with Section 7000) of Division 3 of the Business & Professions Code and that my license is in full force and effect. JOB DESCRIPTION: I hereby affirm under penalty of perjury one of the following two declarations: INSTALL 1 NON ILLUMINATED MONUMENT SIGN -APPLE 1. 1 have and will maintain a certificate of consent to self -insure for Worker's Compensation, as provided for by Section 3700 of the Labor Code, for the /performance of the work for which this permit is issued. . I have Worker's and will maintain Compensation Insurance, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Sq. Ft Floor Area: Valuation: $5000.00 APPLICANT CERTIFICATION certify that I have read this application and state that the above APN Number: Occupancy Type: information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize 316 20 114 representatives of this city to enter upon the above mentioned property for inspection purposes. (We) agree to save indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and expenses which PERMIT EXPIRES IF WORK IS NOT STARTED may accrue against said City in consequence of the granting of this permit. Additionally, the applicant understands and will comply with all non -point WITHIN 180 DAYS OF PERMIT ISSUANCE OR source regulations per the Cupertino Municipal Code, Section 9.18. 180 DAYS FROM LAST CALLED INSPECTION. natur ,$i g Date 6121/2416 Issued by: AbbyAvende Date: 06/21/2016 O -B ' ER E ARATIO I hereby affirm that I am exempt from the Contractor's License Law for one of the RE -ROOFS: following two reasons: All roofs shall be inspected prior to any roofing material being installed. If a roof is 1. I, as owner of the property, or my employees with wages as their sole installed without first obtaining an inspection, I agree to remove all new materials for compensation, will do the work, and the structure is not intended or offered for inspection. sale (Sec.7044, Business & Professions Code) 2. I, as owner of the property, am exclusively contracting with licensed Signature of Applicant: contractors to construct the project (Sec.7044, Business & Professions Code). Date: 6/21/2016 I hereby affirm under penalty of perjury one of the following three declarations: 1. 1 have and will maintain a Certificate of Consent to self -insure for Worker's ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER Compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. HAZARDOUS MATERIALS DISCLOSURE 2. I have and will maintain Worker's Compensation Insurance, as provided for by I have read the hazardous materials requirements under Chapter 6.95 of the Section 3700 of the Labor Code, for the performance of the work for which this California Health & Safety Code, Sections 25505, 25533, and 25534. I will permit is issued. maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the 3. 1 certify that in the performance of the work for which this permit is issued, I Health & Safety Code, Section 25532(a) should I store or handle hazardous shall not employ any person in any manner so as to become subject to the material. Additionally, should I use equipment or devices which emit hazardous Worker's Compensation laws of California. If, after making this certificate of air contaminants as defined by the Bay Area Air Quality Management District I will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and exemption, I become subject to the Worker's Compensation provisions of the the Health & Safety Code, Sections 25 05, 25533, and 25534. Labor Code, I must forthwith comply with such provisions or this permit shall be deemed revoked. APPLICANT CERTIFICATION G Ow' ner or authorized agent: rq Date:/26 1 /2016 I certify that I have read this application and state that the above information isTR LE INGAGENCY correct. I agree to comply with all city and county ordinances and state laws I hereby affirm that there is a construction lending agency for the performance relating to building construction, and hereby authorize representatives of this city of work's for which this permit is issued (Sec. 3097, Civ C.) to enter upon the above mentioned property for inspection purposes. (We) agree Lender's Name to save indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and expenses which may accrue against said City in tender's Address consequence of the granting of this permit. Additionally, the applicant understands and will comply with all non -point source regulations per the Cupertino Municipal ARCHITECT'S DECLARATION Code, Section 9.18. i understand my plans shall be used as public records. Signature . Date 6/21/2016 Licensed Professional SIGN PERMIT APPLICATION COMMUNITY DEVELOPMENT DEPARTMENT ® BUILDING DIVISION 10300 TORRE AVENUE - CUPERTINO, CA 95014-3255 (408) 777.3228 - FAX (408) 777-3333 - building(plcuper ino.org 1131 111111 L33_7:5 c �3 I%�fjl Fi�F APN # -2 ! (i OWNS AMIE y ��� + /� ry �j /V c ✓IliC �yv7 �F�/�i� ➢ PH�j( �7j r E-MAIL STREET ADDRESS CITM1Pf 0 0' FAX CONTACT N. PHONE E-MAIL STREETADDRESS CITY, STATE, ZIP FAX ❑ OWNER ❑ OWNERBUJLDER ❑ OXVNERAGENT CONTRACTOR ❑ CONTRACTOR AGENT ❑ ARCHITECT ❑ ENGINEER ❑ DEVELOPER ❑ TENANT CONTRACTOR NAME GlJs /k / LICENSE NUMBER Z LICENSE TYPE BUS. LIC # Wiz+ COMPANY AME E-MAIL FAX a STREET ADDRESS c c ✓ i /� �� CITY, STATE, ZIP 44S 111v PHONE ARCHITECT/ENGINEER NAME LICENSE NUMBER BUS. LTC # COMPANY NAME E-MAIL FAX STREETADDRESS CITY, STATE, ZIP PHONE DESCRIPTION OF WORK f/W 7— USE OF ❑ SFD or Duplex ❑ Multi -Family USE ILLUMINATED SIGN TYPE NO. OF SIGN AREA VALUATION STRUCTURE: ❑ Commercial (Y / N) (CODE) SIGNS (SQ. FT.) (S) SIGN TYPE CODES: B - BANNER SIGN M - MONUMENT (GROUND) SIGN BL - BLADE SIGN P - PROJECTING SIGN D - DEVELOPMENT ID SIGN SP - SPECIAL EVENT BANNER DI - DIRECTIONAL SIGN T - TEMPORARY E - ELECTRONIC W - WALL SIGN READERBOARD WI - WINDOW SIGN F7F-DBY-. TOT TION: By my signature below, I certify to each of the following: I am the property owner or authorized a;, nt to ac on the property owner's behalf. I have read this application and the information I have provided is correct. I have read the Description of Work and verify it is accurate. I agree to comply with all applicable local ordinances and state laws relating to buildin on n. I au orize representatives of Cupertino to enter the above -identified property for inspection purposes. Signature ofApplicant/Agent. Date: f 7g SUPPLEMENTAL I RMATION REQUIRED OFFICE USE ONLY PLAN CHECK TYPE ROUTLSG SLIP _ Site Plan ❑ OVER-THE-COUNTER ❑ RunmiNGPLAN REvixw Elevation Sign Details - including UL listing(s) applicable ❑ EXPRESS ❑ PLANNING PLAN REVHiW Structural Calculations (if applicable) ❑ STANDARD ❑ OTHERS Copy of Planning Approval Letter or Meeting with Planning prior to ❑ LARGE Submittal of Building Permit application. © MAJOR " SignApp Z011.doc revised 03131111 3 ...... ... 7-1 DATE PROJECTNAMa MmN IJUMULR I ... W 007/16 APPLE - VALLCO PARKWAY THREE , 011 0114116 ADD ART FROM MARCOM C SCALEADURFS6 ,P ­ — .1 I'll, . I I — I . 1 02 06115116 A PROJECTMANAGER SHOW SidHTTRGLE PER CITY kEr. 10 Shown 19339Stevens Crook,Blvd. $7 ERANCtiR CMISTATEoEorDNEi CC) (.A AMU VICINITY MAP � C 9 r N+ l5f�l?"iTt PROPOSED MONUMENT LOCATION i �I SIGN LOCATION DETAIL W/ SIGHT TRIANGLE DATA 1"=BD' RESIGN"MmeR Na. _ DATE REASIOu , , .. . V IIIIIWi �0 U11 IIIIAI W Illillj7[ IIT!{ c 04107/1 S APPLE I+nN VALLCp PARKWAY THREE 01 06114116 0 06115!16 SHOW SIGHTTApDARTFROM MARCOM RIANGLS PER CITY REGI t SCALE AnnRESS PROJECT MANASER I� Shawn 19339 Stevens Creek Blvd, SFkANCHR CITW/STATE CE5IGNER >. .' i A, i- <x ; Cuneriino. CA 95014 .. .. -.. EXISTING CONDITIONS PROPOSED CONDITIONS I EXISTING CONDITIONS DATE aROJECTNAME OE410N NUMBER NO. DATE, REVISION : 04107/16 APPLEPPLE - VA,LLCO PARKWAY THREE 01 06114116 ADDART FROM MARCOM _ I , Vr-"mA SCAM ADDRESS PROJ9MIAUAGER 02 06115M SHOV� SIGfiTtRIAN61LE PER CRY REG .,n 2P Shown 19339 Stevens Creek Blvd. marom i co Cupertino, CA 95014 45- Vallco Parkway Three - DIF Monument sign P-1/211 22- 1 1/2' t"_1,0, Specifications. Form and pour new footing with support post, base and mow strip. 2 /16 45' Natural concrete, trowel square corners and smooth plaster finish. Install new non -illuminated dual segmented PVC "Sintra�' constructed body painted to match program white, automotive gloss finish. Bullnose edges and corners, 114" deep routed channel, seamless in appearance. 13-3/161 4 3/8' New vinyl address copy applied per program on both faces for DIF - exposure. Appliques supplied by AdImpact. Logo: Custom "Purple" (by Adlmpact) Copy: Match gray PMS 4293M #3630-51 Gray (by AdImpact) Body: 314" thick PVC, PTM PPG "Winter White' 90138, smooth automotive gloss finish. 3 5/8" Engineering, per separate attachment. DATE PROJECTNAlfir CUM NUMEER NO, DATE I I REVISION - .01 04/07116 APPLE VALLOO PARKWAY THREE P', 01 06114116 XbDARUR6NllVlARCOiV1 'SHOW m - V A6jw 02 06115116 SIGHTiRIANGUEPER CiTf REOW2 % 0 St SCALE Shown 'ADDRESS 19339 Stevens Creek Blvd. ORAHen 0 ­ CrMSTATEV, 03 CnDano. CA 96014 M SIDE VIEW 2.75" 2 - 2"X.25" DIA. SELF -TAPPING COUNTERSUNK STAINLESS STEEL FASTENERS, OR SIMS, TYR 2 PLCS. (NOTE, TAP "TT BAR IN FIELD) .25" THICK PVC PLATE- 43.5"X6.5" SEAL EDGES WITH PAINTABLE SILICONE. GLUE TO TOP OF "LOWER" CAB. P .5" THICK PVC LATE- 44'X7 SEAL EDGES WITH PAINTABLE SILICONE. GLUE TO BOTTOM OF ti LOWER" CAB. c( 3" LIP (TYR 6 PLCS .) c(LOVY Kl,AW FASTENERS (NOTE: TAP 'rBAR INFIELD) 3"X3"X.25" 625" R STEELSO.TUSE- iiil IE ROUTED a. cep i O� ANO ALLTHREAD FASTENER TYR 2 PLCS, .75"THICK PVC FIG 2.0 SIDE VIEW 2.75" 2 - 2"X.25" DIA. SELF -TAPPING COUNTERSUNK STAINLESS STEEL FASTENERS, OR SIMS, TYR 2 PLCS. (NOTE, TAP "TT BAR IN FIELD) .25" THICK PVC PLATE- 43.5"X6.5" SEAL EDGES WITH PAINTABLE SILICONE. GLUE TO TOP OF "LOWER" CAB. P .5" THICK PVC LATE- 44'X7 SEAL EDGES WITH PAINTABLE SILICONE. GLUE TO BOTTOM OF ti LOWER" CAB. c( 3" LIP (TYR 6 PLCS .) c(LOVY Kl,AW FASTENERS (NOTE: TAP 'rBAR INFIELD) ;D DIF SIF MONUMENT SIGN 3/4"=11-0" 2 25" DIA. X 4" LG. ST STL. OR NON -RUST STUDS (2 TYR). SET INTO CONCRETE AT POUR. EMBED 3" FOR 1" EXPOSED, CONCRETE PEDESTAL CONCRETE MOW STRIP 3"x6" CONTINUOUS CONSOLIDATED CONC., fc=2500psi .25" x 4875—d 3"X3"X.25" STEELSO.TUSE- iiil r BAR ROUTED EDGE _.25" DIA. ANO ALLTHREAD FASTENER TYR 2 PLCS, .75"THICK PVC ;D DIF SIF MONUMENT SIGN 3/4"=11-0" 2 25" DIA. X 4" LG. ST STL. OR NON -RUST STUDS (2 TYR). SET INTO CONCRETE AT POUR. EMBED 3" FOR 1" EXPOSED, CONCRETE PEDESTAL CONCRETE MOW STRIP 3"x6" CONTINUOUS CONSOLIDATED CONC., fc=2500psi .25" x 4875—d .626" SULLNOSE R ROUTED EDGE ANO CORNER Ir PVC MAT'L 75'THICK CORNER -'END (66 TOP DETAIL FIG 3.0 2 PLm Me ml R CABINET .25" APPLY PAINTABLE SILICONE TO EDGE GLUE TO BOTTOM OF LOWER CAB - v APPLY PAINTABLE SILICONE TO EDGE GLUE TOTOP OF LOWERCAB 13() FIG 4,0 FIG 5.0 7 CENTER POST 25" CENTER 2.25 POST 75" .', GLUE JOINT- '—"� 25 F COUNTERSUNK 225 FASTENER THRU LOWER GAS LIP AND If .75 BOTTOM REVEAL IN FIELD FAQN1VIEW --2F=E v PVC MATERIAL -GLUE SEAM, FASTEN WITH COUNTERSUNK FASTENERS (2 PLO. MIN.) IN FIELD. FIG 4.t QUANTITY: TWO (2) PER SIGN 45" as 40 2.5', TYP. � � y 37.5' ;o 2 PLm Me ml R CABINET .25" APPLY PAINTABLE SILICONE TO EDGE GLUE TO BOTTOM OF LOWER CAB - v APPLY PAINTABLE SILICONE TO EDGE GLUE TOTOP OF LOWERCAB 13() FIG 4,0 FIG 5.0 7 CENTER POST 25" CENTER 2.25 POST 75" .', GLUE JOINT- '—"� 25 F COUNTERSUNK 225 FASTENER THRU LOWER GAS LIP AND If .75 BOTTOM REVEAL IN FIELD FAQN1VIEW --2F=E v PVC MATERIAL -GLUE SEAM, FASTEN WITH COUNTERSUNK FASTENERS (2 PLO. MIN.) IN FIELD. FIG 4.t QUANTITY: TWO (2) PER SIGN FIG 6.0 FIG 7.0 6' FIG 8.0 HORIZ. @ INE A3 REBAR HORIZ. @ CENTERLINE 2 PLCS., r-A('H.R[nP 9 PI MR- 93 REBAR VERT, @ - 10'0.C.,2PLCS. x Vallco Parkway -0-1 DESIGN NUMBER _Na. I)AYU DEMIGI�, 91 0611�116 ADD ART FROM MARCOM -V Co '0'4107116 APPLE incEn 0� 06116116 SHOW SIGHT TRIANGLE PER C1 TY , REG YALI.0 PARKWAYTHREE RESS 11 �, � I - 1 1— il. . I 0 'ADDrnoi 1, Sao.., 19339 Stevens Creek Blvd. B"Ncfi# VVISTATE DESIGNER v a, ()o Curiortino, CA 95014 XW e (2) 03 RE13AR VERT. 4.�N • •9 10" O.C., TTP,. CONSOLIDATED CONC.,F'C=2500psi I 1IA III"""" --DIA l ELEVATION N.T.S. Sign Design Based on 2013 C13C SIGN YVtLDINIS: STL SQ. HSS w DESIGNS FABRICATION ACCORDING TO 2013 CDC CADINCT HSS 3x3xifM1" T-9" DESIGN AM FABRICATION ACCORDING TO AWS OL. 1. .labll JTS TMJ1& FNn acl�....._ Mie. WnurnefS • ROBNJPIPE: ASTM A53 GRADE O OR EMIRVALEN11. 6,.;W, ALL WELDING TO OrPC-RFORMED IN FAURICARON SNOP,BY CERTIFIED HSS ROOM, SQUARE, AND RECTANGULAR70UE: ASTMA500GRADEO _ JAbloaa0on 707 b'ary7wenue • WELOER NOFIELDWELDINOUNLESSSpECIREDONPLANS, OR EQNVALENT E70 XK ELECTRODES FOR SMAW ( PROVIDE ISOLATION OF DISSIMILAR MATERIALS. • �Sanlgtiala,CA WLrrUATA Es4whuro sate r{R;Cnrp ; (2) H3 RERAR HORIZ. 2!-6" t _ ALL WELDS SHALL BE MADEWTT14 A FILLER METAL THAT CAN PRODUCE CENTERLINE, TYP. J— x- - — — 10" 6" CONC. • PROVIDE FULLY1AELDEDEND CMS ATOPEN ENDS Or STEELIALUM. ALUMINUM: M, • t PEDESTAL TUBES, MATCH TfHCKNESS LIRE FOR LIKE, 4103 . • Jy z 6" PLATES. ANGLES. CHANNELS. TEE. AND SQUARE TURNS: ALUMINUMALLOY CUBICINCH,N06KtAF407 SDOLTS. MTAttD3T .. _ XW e (2) 03 RE13AR VERT. 4.�N • •9 10" O.C., TTP,. CONSOLIDATED CONC.,F'C=2500psi I 1IA III"""" --DIA l ELEVATION N.T.S. Sign Design Based on 2013 C13C al Cllr: YVtLDINIS: w DESIGNS FABRICATION ACCORDING TO 2013 CDC STEEL • SIGN DESIGN 15BASED ON.ADGWATEIO(ISfING SUPPORT ELEMENTS. PLATE•ANGLE, CIiANNELTEGANOWDEFLARGM ASRAAIG DESIGN AM FABRICATION ACCORDING TO AWS OL. 1. .labll JTS TMJ1& FNn acl�....._ Mie. WnurnefS • ROBNJPIPE: ASTM A53 GRADE O OR EMIRVALEN11. AWS CERTIFICATION REQUIRED FOR ALL STRUCTURAL IAELQF.RS. ALL WELDING TO OrPC-RFORMED IN FAURICARON SNOP,BY CERTIFIED HSS ROOM, SQUARE, AND RECTANGULAR70UE: ASTMA500GRADEO _ JAbloaa0on 707 b'ary7wenue • WELOER NOFIELDWELDINOUNLESSSpECIREDONPLANS, OR EQNVALENT E70 XK ELECTRODES FOR SMAW ( PROVIDE ISOLATION OF DISSIMILAR MATERIALS. • �Sanlgtiala,CA WLrrUATA Es4whuro sate r{R;Cnrp ; FIX-Wx ELECTOOESFORSAWPRCCESS. ERZ XX ROD FOR GTAW PROCESS. C t _ ALL WELDS SHALL BE MADEWTT14 A FILLER METAL THAT CAN PRODUCE �q Risk Cale o Dash wind s ed 3 sec: usWw TapogmphlcHado K, x- - it 110 1 _ m Flat _ • PROVIDE FULLY1AELDEDEND CMS ATOPEN ENDS Or STEELIALUM. ALUMINUM: 20MLO AT ZERO O• AS DETERMINED EYTNE APPROPRVITEAWSAS. HetBhloI . I. h TUBES, MATCH TfHCKNESS LIRE FOR LIKE, 4103 R i Jy • PLATES. ANGLES. CHANNELS. TEE. AND SQUARE TURNS: ALUMINUMALLOY CUBICINCH,N06KtAF407 SDOLTS. MTAttD3T Verlicrddimension Wwall,s=11 Raimntal dlmenato 0 B w 6.03 3,70 it It Dimension cfroMm wmar L 0.67 R t ANALYSIS Vawautf, TCS.wh qp 0402S61Tf K K,IW 2254 psi whLfa qe w lypiessurdatlwlot r: 11 g 20'31 Paf03OT). 1cA=wfacityprus urdaNwOurae.1wobt I IOA6 awMated atl,.gM ahawgfonnd lawl.11 ab.29.34, PU 310 Ka�windd00a0onalifjfackn•. (Tab 20.6.1, PaOu 260) � �� o SS Nmmi WMd Rw..Caeoq:msaDantf e1 1Me lecent r 6no.2DA48P7 29.4.1) ox Nh0IJwhUlwMd Pfesstxd=p>"';,Gci= 25,3 poi wllerd;Gn stoffectfxlef. Sca.200 ag025A: TFC,�netfarcncae6idCntl19p.29A-1, page 311) 0.05 1.60. _ Ru nmIlfonsatea DESIGN SUMMARY AIIo0mbld,Stm=Ddsign Whld Fadory W.Ign Windo'ce.Premure= Dosi n W(ndforde, F - - D.6X s 47.68 X Ao= 17.50 cf. I""� MomantArm= 3.767 rc Design Moment x mbmentaTm = Fbotinci Des n Nonconstra)nod Dlamatat. 1.50 FT 1.691 kip•R _ Soil Pmssum> 100: PSF/Ft' S,s. 299.33 PSF • A - 235 FI' EMBED: ¢ 4.49 FTI 16 In. Did. Da th 4"-6" ," I Pole Det n SM. Squats MSS El Soc, Mod: Rcgd. USsE 504 Gm d B ASS 3x3xlf4." No1 www:>IIGeaIm $IIEETTIRE! 0*16Y; IA.M• DATE 1ASTRMSEO: J1a.10,2015 PRNdECT 300H: ITS_700157.PRIo Msnumeni iAwy AVanuo Snnn>n 5. 25379WAYN1hiILLSPLSUITE222 DIR.Pv: Cal, rRa.SfxrtrDATE; ;run16, 2615 rn6.rcrtLGcnn6N:AFPLE 767MARYAVWK p e CONCRETE: DESIGHAND CONSTRUCTION ACCORDING TO ACI 310.11 COMPRESSIVE STRENGTH AT 26 DAYS. V' 2,600PSI MINIMUM. CEMENT TYPE It OR IV. WIC RATIO 0.45 BY WEIGHT 1:01 PIER AND CAISSONFOOTINGS • • :CONCRETE MUST BE POURED AGAINST UNDISTURDEE ENTTN. MAINTAIN AMINIMUM 3" CONCRETE COVER OVERALL EMBEDDED STEEL, al Cllr: YVtLDINIS: GENERAL: DESIGNS FABRICATION ACCORDING TO 2013 CDC STEEL • SIGN DESIGN 15BASED ON.ADGWATEIO(ISfING SUPPORT ELEMENTS. PLATE•ANGLE, CIiANNELTEGANOWDEFLARGM ASRAAIG DESIGN AM FABRICATION ACCORDING TO AWS OL. 1. • ROBNJPIPE: ASTM A53 GRADE O OR EMIRVALEN11. AWS CERTIFICATION REQUIRED FOR ALL STRUCTURAL IAELQF.RS. ALL WELDING TO OrPC-RFORMED IN FAURICARON SNOP,BY CERTIFIED HSS ROOM, SQUARE, AND RECTANGULAR70UE: ASTMA500GRADEO - MOINOPERAISC341-10 • WELOER NOFIELDWELDINOUNLESSSpECIREDONPLANS, OR EQNVALENT E70 XK ELECTRODES FOR SMAW ( PROVIDE ISOLATION OF DISSIMILAR MATERIALS. • ALL ANCHORS COLTS SHOtADOC. ASIRAFIS54 ALL MACHiNEO BOLTS 311=DOL-'. AS•TM1I A32SIM07, FIX-Wx ELECTOOESFORSAWPRCCESS. ERZ XX ROD FOR GTAW PROCESS. y COAT ALUMINUM IN CONTACT WITH CONCRETE WRHZINC RICH PAINT. BEARING TYPE CONNECTION REINFORCING REBAR: ASTM AGI"a GRADE ALL WELDS SHALL BE MADEWTT14 A FILLER METAL THAT CAN PRODUCE �q •TIiEREISNOPROTECTION20NEASDERNEOIN AISC341.10. GODEFORNEDDARS WELDS THAT 1AVEA MIRUM CHARPYV.NOTCHT000HNESSOF • PROVIDE FULLY1AELDEDEND CMS ATOPEN ENDS Or STEELIALUM. ALUMINUM: 20MLO AT ZERO O• AS DETERMINED EYTNE APPROPRVITEAWSAS. •�``�� TUBES, MATCH TfHCKNESS LIRE FOR LIKE, ,DESIGN AND FABRICATION ACCORDING TO 20f0ALU6I. DESIGN MANUAL CLASSIFICATION TEST METHOD OR MFG'S: CERTIFICATION. Jy • PLATES. ANGLES. CHANNELS. TEE. AND SQUARE TURNS: ALUMINUMALLOY CUBICINCH,N06KtAF407 SDOLTS. MTAttD3T �aM�I�W�CORpANCE W1TIi THE LATEST E01T10N OFTf1EAWS HEKCAPSCRE S;A$TPER • tIFX CAP SCREWS, AND SRIDS; AST1A FAOA,FRR'S:ASTM F40Z FH.LERALLOYSPEftTAOLESM.0.1&M,0:2OF20f0ALUP4lt1UAIDESIGNM, www:>IIGeaIm $IIEETTIRE! 0*16Y; IA.M• DATE 1ASTRMSEO: J1a.10,2015 PRNdECT 300H: ITS_700157.PRIo Msnumeni iAwy AVanuo Snnn>n 5. 25379WAYN1hiILLSPLSUITE222 DIR.Pv: Cal, rRa.SfxrtrDATE; ;run16, 2615 rn6.rcrtLGcnn6N:AFPLE 767MARYAVWK p e CONCRETE: DESIGHAND CONSTRUCTION ACCORDING TO ACI 310.11 COMPRESSIVE STRENGTH AT 26 DAYS. V' 2,600PSI MINIMUM. CEMENT TYPE It OR IV. WIC RATIO 0.45 BY WEIGHT 1:01 PIER AND CAISSONFOOTINGS • • :CONCRETE MUST BE POURED AGAINST UNDISTURDEE ENTTN. MAINTAIN AMINIMUM 3" CONCRETE COVER OVERALL EMBEDDED STEEL,